|
<br />6) 1/4' TAPCONS/'w'ASHERS8.NUTS 2' MIN
<br />IMBEDMENT CORROSION RESIST ANT
<br />
<br />
<br />
<br />3'x3'x,T'
<br />ALUMINUM COLUMNS
<br />'T' PER SPECIFIC
<br />DESIGN REQUIREMENTS
<br />
<br />I ~(2) 3/B' THRU BOLTS
<br />
<br />
<br />/ ~11 GA INTERNAL ALUMINUM
<br />~ PREDRILL VERT FLANGES
<br />
<br />'~'i~". ".:.:,::',::,.'<:':,.....: ~,~:~',\.,':/,~' r
<br />:",\ "'~'~:':.\ r'~\.:~;):.:':~' ~~~:;'~:';~' ':: ':'" .:'..: -
<br />
<br />:, ~..~: ~':".' ~ :..:.;.:'.: 'w' I (1) # 5 RE BAR CON TIN UO U S
<br />.. ..:,,',';'.'.,. X8.Y=B' UNLESS
<br />~~~ DESIGN SPECIFIES OTHER
<br />
<br />TYPICAL 3000 PSI FOOTERISLAB
<br />'w'1 6x6-#10/10'w''w'M DR POLY FILL
<br />OVER 6 MIL POL YFILM 'w'/EDGES LAPPED 6'8. TAPED
<br />OVER CLEAN COMPACTED TERMITE TREATED SOIL
<br />
<br />y
<br />
<br />.5 RE BA
<br />CONTINUOUS
<br />
<br />" M"
<br />DETAIL OF 3"x3"
<br />POST TO CONCRETE CONNECTION
<br />
<br />3000PSI CONCRETE PIER FOOTER
<br />AT COLUMN LOCATIONS
<br />
<br />
<br />:'-.. to
<br />
<br />.'
<br />o. .... "..0. .:
<br />
<br />" '0,.. :. .'
<br />
<br />, "
<br />
<br />'.II. " .
<br />." .... 00
<br />
<br />. "
<br />
<br />" . " .
<br />. " . .
<br />.' . '0' .,
<br />
<br />.. :'
<br />
<br />, ,.
<br />
<br />0, '.
<br />
<br /><t.' "
<br />. . ',.0
<br />" ."
<br />.' ,
<br />
<br />"
<br />
<br />. 1" ..... .. .
<br />
<br />. ,'" .
<br />. ~ 1 .
<br />~ t.
<br />0'.. . .
<br />o. '.'
<br />
<br />{ ....
<br />
<br />. ,
<br />, "
<br />
<br />..
<br />
<br />: .
<br />
<br />, "
<br />
<br />'.' ,
<br />
<br />.... .
<br />
<br />
<br />. :, :.: .~ '
<br />
<br />. .
<br />. , ,
<br />
<br />" .
<br />
<br />3'X3' ALUM COLUMN EMBEDDED 21' MIN IN 'D' DIAx2' DEEP
<br />PIER ~I (1) #5 x 12' REBAR MOUNTED CROSS~ISE
<br />&CENTRAL THRU COLUMN APPRO X 12'
<br />FROM COLUMN END
<br />
<br />" T)"
<br />DETAIL .1 OF 3"x3"
<br />TYPICAL PIER COLUMN CONNECTION
<br />
<br />~
<br />~
<br />
<br />J
<br />
<br />6) 1/4' TAPCONS/'w'ASHERS8.NUTS 2' MIN
<br />IMBEDMENT CORROSION RESIST ANT
<br />
<br />BASE
<br />
<br />
<br />BASE
<br />
<br />
<br />3'x3'x,T'
<br />ALUMINUM COLUMNS
<br />T PER SPECIFIC
<br />DESIGN REQUIREMENTS
<br />
<br />I ~(2) 3/8' THRU BOLTS
<br />
<br />
<br />/ ~11 GA INTERNAL ALUMINUM
<br />~ PREDRILL VERT FLANGES
<br />
<br />
<br />TYPICAL 3000 PSI FOOTER
<br />'w'1 6x6-#10/10'w''w'M DR POLY FILL
<br />OVER 6 MIL POL YFILM 'w'/EDGES LAPPED 6'8. TAPED
<br />OVER CLEAN COMPACTED TERMITE TREATED SOIL
<br />NOTE: NO FOOTER REQ'D EXCEPT 'w'HEN ADDRESSING ERROSION
<br />4' 2500 PSI NOMINAL SLAB 'w'/0 FOOTER MAY
<br />BE USED ON LEVEL GROUND UP TO SLOPES OF 1'/12'
<br />H8.'w'=B'xB' FOR GRADE SLOPE GREATER THAN 1'/12' UP TO 2'/12'
<br />H8.'w'=12'xI2' FOR GRADE SLOPES GREATER THAN 2'/12'
<br />NE'w' SLABS TO HAVE EITHER 6'x6'-#10/10'w''w'M ' N'
<br />DR FIBERMESH DETAIL OF 3"x3"
<br />POST TO SLAB CONNECTION
<br />
<br />062'lNTERNAL U cUP
<br />'..JI (6) 1/4'x 3 1/2' TAPCONS
<br />2' MIN IMBEDMENT IN 2'x6'
<br />PERIMETER JDlSTS
<br />-CORROSlDN RESISTANT
<br />AL TERNATIVE
<br />2'x2'x062' ANGL~
<br />EACH SIDE
<br />::'::=;::1::
<br />PT 2,,4 DECKING-........ ~
<br />FASTEN TO JDlSTS ~
<br />'..J1.8x3 DECK SCRE'..JS
<br />
<br />
<br />',,3'X.045' ALUMINUM COLUMN
<br />
<br />"Q"
<br />DETAIL
<br />POST TO DECK
<br />CONNECTION
<br />
<br />-24'MAX O.C,---
<br />TYPICAL
<br />
<br />
<br />062'INTERNAL U cuP
<br />AL TERNATIVE,
<br />FASTEN COLUMN TO~
<br />l'x2' BASE CHANNEL '..J I
<br />~~xl~"sOI~rS ANGLE """"
<br />
<br />'x3' S.M.B. AL COLUMN TYPICAL
<br />
<br />/16-18 HEX HD BOLT. '..JASHERS &.NUT
<br />CORROSION RESISTANT(2)
<br />
<br />I'x2' ALUM BASE PLATE <TYP)
<br />
<br />....... . ..........~....~:. '....:..~...-.~ ,..:,..., :.., ~
<br />. .1"'.- ',' -,f, j. j: '..' " "f. "" ,'.
<br />/'.V....... ,'; 'v'.""". \ '.
<br />': ; :....., ~.:: ., . ". ,.' 't... ~. ".;' .
<br />#1/4' TAPCONS x 2 II
<br />I 1/4' MIN IMBEDMENT IN 3000
<br />PSI CONCRE TE
<br />
<br />"R"
<br />DETAIL
<br />SCREEN ROOM
<br />POST TO SLAB
<br />CONNECTION
<br />
<br />'-- 24'MAX D.C. --
<br />
<br />4' 3000PSI CONCRETE SLAB I.NI PIERS I.N/POL Y FIL DR
<br />6'X6'-#10/10I.NI.NM OVER 6 MIL POL YF"ILM
<br />OVER CLEAN COMPACT TERMITE TREATED SOIL
<br />PIERS @ COLUMN LOCATIONS
<br />
<br />
<br />
<br />. . ". 0' . .
<br />
<br />. ..
<br />. '. to .
<br />.... .
<br />. .. . ..
<br />, .
<br />. '.
<br />, "
<br />
<br />" . . J j
<br />, " . , T
<br /> ~
<br /> J
<br />
<br />',.
<br />
<br />. . . . .
<br />
<br />. . "
<br />
<br />, .'
<br />...., t'
<br />
<br />, . . .
<br />. .'.
<br />
<br />. ; ,'.: :' :
<br />
<br />: : :' : ~.
<br />
<br />.. "
<br />'... .
<br />" 0' ..
<br />
<br />'. '
<br />. .' .
<br />.. . .' :
<br />'. . .
<br />. . '0
<br />
<br />. .. . ,
<br />
<br />'. .
<br />
<br />, -'
<br />
<br />. .,
<br />
<br />. . :
<br />
<br />'t' .
<br />
<br />
<br />0' . ."
<br />
<br />, '.
<br />
<br />,,'. .1'
<br />
<br />3'X3' ALUM COLUMN EMBEDDED 21' MIN IN 'D' DIAx2' DEEP
<br />PIER I.N I (1) #5 X 12' REBAR MOUNTED CROSSI.NISE
<br />&CENTRAL THRU COLUMN APPROX, 12'
<br />FROM COLUMN END " 0"
<br />DETAIL OF 3"x3"
<br />TYPICAL PIER/SLAB COLUMN CONNECTION
<br />
<br />
<br />062'INTERNAl U cUP
<br />
<br />'x3' ALUM S.M.B.
<br />
<br />/16-18 HEX HD BOLT, '..JASHERS &.NUT
<br />CORROSION RESISTANT(2)
<br />
<br />l'x2' ALUM BASE PLATE (TYP)
<br />
<br />PT 2,,4 DECKING
<br />FASTEN TO JOISTS
<br />'..J1.8x3 DECK SCRE'..JS
<br />
<br />.10 TAPCONSX 3 1/2'
<br />-CORROSION RESISTANT
<br />2' MIN IMBEDMENT IN 2'x6'
<br />PERIMETER JOISTS
<br />
<br />'--24'MAX O,C,---
<br />TYPICAL
<br />
<br />"s"
<br />DETAIL
<br />SCREEN ROOM
<br />POST TO DECK
<br />CONNECTION
<br />
<br />BUILDING SHALL COMPLY WITH
<br />ALL APPLICABLE BUILDING.
<br />ELECTRICAL, PLUMBING AND
<br />MECHANICAL CODES II I
<br />?f (~~.,.
<br />(sA
<br />
<br />ENGINEER'S NOTES. -
<br />
<br />BASIC '..JIND VELOCITY, 120 MPH
<br />IMPORTANCE FACTOR. 0.77
<br />EXPOSURE CATAGORY. B
<br />INTERNAL PRESSURE COEFFIC1ENT=OO
<br />DESIGN LOADS FOR SCREEN ROOF= II PSF
<br />DESIGN LOADS FOR SCREEN '..JALLS= 14 PSF
<br />M'..JFRS DESIGN PRESSURE (ON FRAMES)= 23 PSF
<br />
<br />D, W,SMITH,P ,E.Jl53608
<br />FU:RltIA PR!JTSSICJoW.. (N(jIP€[i ~IC(NSl'rt.JHa:R '53608
<br />Custom Home Han Service
<br />9909 "ALLASTON DRIVl:.DADE CITy.rLDRIOA 33525
<br />_. JS?':i1-ll1I6S fAX. JS?':iHlII61 ['MAIL "pI>l'/~\t...,
<br />
<br />PASCO PERMIT SERVICE
<br />SUZANNE BAHR 813-788-5314
<br />
<br />PATIO & CARPORT
<br />CONNECTION DETAilS
<br />
<br />SHEE T or
<br />SHEET 3
<br />
<br />I hereby certify thot I hove perforMed ond reviewed this plon ond found
<br />it to be in cOMplionce with section 1609 of the F~~ Builoling Code, 2004 eolition
<br />and ASCE 7-02 & see t ;on R301 0 r F BCR 2004:->~ .j?, p>-"
<br />
<br />-~~f Doviol 'w'. SMith,P.E. ENGINEER LICENCE ~53608
<br />
<br />SCALE DATE
<br />1 4"-1FT 03 06 06
<br />DESIGN/ORA~N CHECKED
<br />DW.SMITH,PE.
<br />
<br />PART NO.
<br />
|